National Academies Press: OpenBook

Precision Estimates for AASHTO Test Method T 269 Determined Using AMRL Proficiency Sample Data (2007)

Chapter: Appendix B: California Kneading Compaction Method

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Suggested Citation:"Appendix B: California Kneading Compaction Method." National Academies of Sciences, Engineering, and Medicine. 2007. Precision Estimates for AASHTO Test Method T 269 Determined Using AMRL Proficiency Sample Data. Washington, DC: The National Academies Press. doi: 10.17226/23157.
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Suggested Citation:"Appendix B: California Kneading Compaction Method." National Academies of Sciences, Engineering, and Medicine. 2007. Precision Estimates for AASHTO Test Method T 269 Determined Using AMRL Proficiency Sample Data. Washington, DC: The National Academies Press. doi: 10.17226/23157.
×
Page 22
Page 23
Suggested Citation:"Appendix B: California Kneading Compaction Method." National Academies of Sciences, Engineering, and Medicine. 2007. Precision Estimates for AASHTO Test Method T 269 Determined Using AMRL Proficiency Sample Data. Washington, DC: The National Academies Press. doi: 10.17226/23157.
×
Page 23
Page 24
Suggested Citation:"Appendix B: California Kneading Compaction Method." National Academies of Sciences, Engineering, and Medicine. 2007. Precision Estimates for AASHTO Test Method T 269 Determined Using AMRL Proficiency Sample Data. Washington, DC: The National Academies Press. doi: 10.17226/23157.
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Page 24

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APPENDIX B: CALIFORNIA KNEADING COMPACTION METHOD

B-1 Ellipse - 2 Std Dev for Within and Between Lab Variation Source of Data: AASHTO Materials Reference Laboratory Proficiency Sample Program Final Report Issued: August 16, 2004 Participation: 64 Total Laboratories 2 Laboratories Determined to be Invalid 2 Laboratories Determined to be Outliers 60 Total Laboratorires Included in Analysis Sample 41 Sample 42 CV% CV% Average Average (Sample 41) (Sample 42) 4.8 24.41.62 4.58 21.86 1.69 8.2 8.8 1s d2s 7.40 6.94 0.61 1.72 CV% 1s Reproducability (Sample 42)Reproducability (Sample 41) d2s CV% 1s d2s Sa m pl e 42 Average Results Graph and Analysis Results for AASHTO T269 Percent Air Voids in Compacted Dense and Open Asphalt Mixtures AMRL Hot-Mix Asphalt Design Samples 41 and 42 AMRL Hot-Mix Asphalt Design Samples 41 and 42 Sample 41 Percent Air Voids Using the California Kneading Compactor- T247 Repeatability Lines With Small Dash Marks - Sample Outlier Lines With Alternating Dash Marks - Sample Medians Line With Large Dash Marks - Center Diagonal Black Hexagon - Data Within is Used for Analysis Graph Legend -2 0 2 4 6 8 10 12 14 -2 0 2 4 6 8 10 12 14

B-2 Ellipse - 2 Std Dev for Within and Between Lab Variation Source of Data: AASHTO Materials Reference Laboratory Proficiency Sample Program Final Report Issued: August 16, 2005 Participation: 72 Total Laboratories 0 Laboratories Determined to be Invalid 3 Laboratories Determined to be Outliers 69 Total Laboratorires Included in Analysis Sample 43 Sample 44 CV% CV% Average Average (Sample 43) (Sample 44) 3.4 22.11.15 3.24 19.95 1.22 9.2 9.7 1s d2s 5.75 5.50 0.53 1.50 CV% 1s Reproducability (Sample 44)Reproducability (Sample 43) d2s CV% 1s d2s Sa m pl e 44 Average Results Graph and Analysis Results for AASHTO T269 Percent Air Voids in Compacted Dense and Open Asphalt Mixtures AMRL Hot-Mix Asphalt Design Samples 43 and 44 AMRL Hot-Mix Asphalt Design Samples 43 and 44 Sample 43 Percent Air Voids Using the California Kneading Compactor- T247 Repeatability Lines With Small Dash Marks - Sample Outlier Lines With Alternating Dash Marks - Sample Medians Line With Large Dash Marks - Center Diagonal Black Hexagon - Data Within is Used for Analysis Graph Legend 0 2 4 6 8 10 0 2 4 6 8 10

B-3 Ellipse - 2 Std Dev for Within and Between Lab Variation Source of Data: AASHTO Materials Reference Laboratory Proficiency Sample Program Final Report Issued: August 17, 2006 Participation: 78 Total Laboratories 0 Laboratories Determined to be Invalid 3 Laboratories Determined to be Outliers 75 Total Laboratorires Included in Analysis Sample 45 Sample 46 CV% CV% Average Average (Sample 45) (Sample 46) Percent Air Voids Using the California Kneading Compactor- T247 Repeatability Lines With Small Dash Marks - Sample Outlier Lines With Alternating Dash Marks - Sample Medians Line With Large Dash Marks - Center Diagonal Black Hexagon - Data Within is Used for Analysis Graph Legend Sample 45 1s d2s Sa m pl e 46 Average Results Graph and Analysis Results for AASHTO T269 Percent Air Voids in Compacted Dense and Open Asphalt Mixtures AMRL Hot-Mix Asphalt Design Samples 45 and 46 AMRL Hot-Mix Asphalt Design Samples 45 and 46 Reproducability (Sample 46)Reproducability (Sample 45) d2s CV% 11.3 10.9 1s d2s 3.67 3.80 0.41 1.17 CV% 1s 2.8 26.30.98 2.76 26.58 1.00 -2 0 2 4 6 8 -2 0 2 4 6 8

Next: Appendix C: Gyratory Shear Compaction Method »
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 Precision Estimates for AASHTO Test Method T 269 Determined Using AMRL Proficiency Sample Data
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TRB's National Cooperative Highway Research Program (NCHRP) Web-Only Document 114: Precision Estimates for AASHTO Test Method T 269 Determined Using AASHTO Materials Reference Laboratory (AMRL) Proficiency Sample Data explores the use of data from the AMRL Proficiency Sample Program (PSP) to update precision estimates for the American Association of State Highway and Transportation Officials (AASHTO) Standard Test Method T269, Percent Air Voids in Compacted Dense and Open Asphalt Mixtures.

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